Study on Surrounding Rock Quality Classification Motheds in High Primary Stress Condition
Received date: 2008-04-12
Revised date: 2008-04-14
Online published: 2008-05-10
Surrounding rock quality classification is one of the professional key works in tunneling and underground engineering. So far, the popular methods of surrounding rock quality classification might suitable for the mid-lower or lower primary stress, but nearly useless in high primary stress condition, because of cases shortage. Based on an hydraulic power engineering in high primary stress case, this paper use classification methods BQ, HC, RMR and Q system in turn to determine the quality grade of surrounding rock. The coherence and difference of above four classification result was deeply studied by contrasting and reason analyzing. And an important fact was found that classification rule and its index or weight for every index all had notable difference in above four classification methods. So, the classification methods Q system, HC, RMR at present had been modified one by one according to high primary stress environment and rock-burst. For Q system, primary stress reduction factor, joint roughness coefficient Jr and joint weathering and erode coefficient Ja had been mainly modified. For HC classification method, considering the influence of high primary stress and rock-burst, propose primary stress reduction factor K, cancel the index of ratio of strength and stress S. For RMR classification method,the index of R6 was mainly modified, at the same time, primary stress reduction coefficient was added. The classification result was much more accordant to the matter of fact after being modified. In the end, based on probability and statistical theory, general classification scheme was put forward.
ZHAO Qihua , PENG Sheqin , CHEN Jinzhong . Study on Surrounding Rock Quality Classification Motheds in High Primary Stress Condition[J]. Advances in Earth Science, 2008 , 23(5) : 482 -487 . DOI: 10.11867/j.issn.1001-8166.2008.05.0482
[1] Wang Guangde.Research for the surrounding rock mass classification in the complicated conditions—The surrounding rock mass classification of the deep buried tunnels in Jinping in China is as an example [D]. Chengdu: Chengdu University of Technology,2006.[王广德.复杂条件下围岩分类研究——以锦屏二级水电站深埋隧洞围岩分类为例[D].成都:成都理工大学,2006.]
[2] Li Tianbin,Zhou Chunhong,Wang Xiangfeng,et al. The report of research which the mechanism,calssification and prophylactico-therapeutic measures of rock burst in JINPING in China [R]. Hangzhou: Hangzhou Hydroelectric Investigation & Design Institute of SPC,2005.[李天斌,周春宏,王湘锋,等.雅砻江锦屏二级水电站可行性研究阶段引水隧洞岩爆形成机理、分类及防治措施研究专题报告(咨询本)[R].杭州:中国水电顾问集团华东勘测设计研究院,2005.]
[3] Zhang Zhuoyuan,Wang Shitian,Wang Lansheng. The Theory and Analysis of geology Engineering [M]. Beijing: Geology Press,1994. [张倬元,王士天,王兰生.工程地质分析原理[M].北京:地质出版社,1994.]
[4] Wang Lansheng,Li Tianbin,Zhao Qihua. The Hypergene Aging structure and Human Engineering [M]. Beijing: Geology Press,1994. [王兰生,李天斌,赵其华.浅生时效构造与人类工程[M].北京:地质出版社,1994.]
[5] Chen Jinzhong. Research of engineering rock mass classification of Shuangjiangkou hydroelectric station [D]. Chengdu: Chengdu University of Technology,2007.[陈近中.双江口电站工程岩体质量分级研究[D].成都:成都理工大学,2007.]
/
〈 |
|
〉 |